隧道围岩大变形分类及展望

doi:10.3973/j.issn.2096-4498.2023.S2.003

中国科学引文数据库（CSCD）来源期刊
中文核心期刊中文科技核心期刊
Scopus RCCSE中国核心学术期刊
美国EBSCO数据库俄罗斯《文摘杂志》
《日本科学技术振兴机构数据库（中国）》

隧道建设（中英文） ›› 2023, Vol. 43 ›› Issue (S2): 27-40.DOI: 10.3973/j.issn.2096-4498.2023.S2.003

隧道围岩大变形分类及展望

许崇帮1，郑子腾1， *，辛红升2，缪圆冰3，杜驹4

（1. 交通运输部公路科学研究院，北京 100088； 2. 浙江交投高速公路运营管理有限公司，浙江杭州 310000； 3. 福州大学土木工程学院，福建福州 350002； 4. 中铁十一局集团第五工程有限公司，重庆 400037）

出版日期:2023-12-30 发布日期:2024-03-27
作者简介:许崇帮（1979—），男，河北沧州人，2010年毕业于同济大学，结构工程专业，博士，正高级工程师，主要从事公路隧道工程设计、安全风险评估及管控、结构长期性能提升及控制、岩土工程力学特性研究。E-mail： xubang-2003@163.com。 *通信作者：郑子腾， E-mail： 1444256795@qq.com。

Classification and Prospect for Large Deformation of Tunnel Surrounding Rock

XU Chongbang1, ZHENG Ziteng1, *, XIN Hongsheng2, MIU Yuanbing3, DU Ju4

(1. Research Institute of Highway, Ministry of Transport, Beijing 100088, China; 2. Zhejiang Communications-lnvestment Expressway Operation Management Co., Ltd., Hangzhou 310000, Zhejiang, China; 3. College of Civil Engineering of Fuzhou University, Fuzhou 350002, Fujian, China; 4. The 5th Engineering Co., Ltd. of China Railway 11th Bureau Group, Chongqing 400037, China)

Online:2023-12-30 Published:2024-03-27

摘要/Abstract

摘要： 为清晰完整地认知隧道围岩大变形，方便后续的深入、具体研究。基于既有研究内容，将具有明显时间效应和塑性变形，产生的变形超过了规范允许的变形量且严重影响隧道工程的正常使用，最终导致隧道丧失整体结构稳定性的围岩变形现象定义为隧道围岩大变形；从变形成因角度重新划分隧道围岩大变形的类型为：膨胀型、高地应力软岩型、黄土型、高地温型和复合型；归纳总结不同类型隧道围岩大变形的变形机制、本构模型、支护理论等，并总结针对不同类型围岩大变形现象采取的控制措施和施工方法。在此过程中，针对存在的不足提出未来可能的发展趋势： 1）完善隧道围岩大变形机制，并通过现场检测、模型试验与有限元分析模拟总结出隧道围岩大变形规律以及受力特点，为工程实践提供科学依据，实现大变形的精确支护。2）统一不同类型的隧道围岩大变形分级控制措施。由于工程的多变复杂和特殊性，难以总结出普适性的大变形分级控制措施，但基于大量的隧道围岩大变形案例，制定出不同类型隧道的围岩大变形分级控制措施依然具有很高的工程参考价值。

关键词: 隧道, 围岩大变形, 大变形分类, 理论研究, 变形控制措施

Abstract: A clear and systematic cognition of large deformation of tunnel surrounding rock is important for the further and specific research. Based on the existing research, large deformation of tunnel surrounding rock is defined as the deformation phenomenon, with obvious time effect and plastic deformation, exceeding the allowable range of specification and having seriously effects on the normal usability of tunnel engineering and even ultimately leading to the loss of the overall structural stability of tunnel. From the angle of deformation origin, the types of large deformation of tunnel surrounding rock are reclassified to expansion type, high ground stress soft rock type, loess type, high ground temperature type, and compound type. The deformation mechanism, constitutive model and supporting theory of large deformation of various surrounding rock types are summarized, and the control measures and construction methods are taken for different types of large deformation of surrounding rock. In this process, it was found that there are still some deficiencies, and possible future development trends are put forward: (1) The mechanism of large deformation of tunnel surrounding rock will be improved, and the law of large deformation and stress characteristics of tunnel surrounding rock are summarized through field detection, model test and finite element analysis and simulation, which can provide scientific basis for engineering practice and achieve accurate support of large deformation. (2) The classification control measures for large deformation of surrounding rock of different types of tunnels are unified. Due to the variety, complexity, and particularity of the project, it is difficult to summarize the general control measures for all types of large deformation of surrounding rock of various tunnels. However, based on a large number of large deformation cases, the formulation of control measures for specific large deformation type of different types of tunnels still has high engineering reference value.

Key words: tunnel, large deformation of surrounding rock, classification of large deformation, theoretical research, control measure

许崇帮, 郑子腾, 辛红升, 缪圆冰, 杜驹. 隧道围岩大变形分类及展望[J]. 隧道建设, 2023, 43(S2): 27-40.

XU Chongbang, ZHENG Ziteng, XIN Hongsheng, MIU Yuanbing, DU Ju. Classification and Prospect for Large Deformation of Tunnel Surrounding Rock[J]. Tunnel Construction, 2023, 43(S2): 27-40.

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隧道围岩大变形分类及展望

Classification and Prospect for Large Deformation of Tunnel Surrounding Rock

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